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contributor authorTarun R. Naik
contributor authorViral M. Patel
contributor authorDhaval M. Parikh
contributor authorMathew P. Tharaniyil
date accessioned2017-05-08T21:16:47Z
date available2017-05-08T21:16:47Z
date copyrightMay 1994
date issued1994
identifier other%28asce%290899-1561%281994%296%3A2%28254%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45366
description abstractThis research was conducted to investigate the performance of fresh and hardened concrete containing discarded foundry sands in place of fine aggregate. A control concrete mix was proportioned to achieve a 28‐day compressive strength of 38 MPa (5,500 psi). Other concrete mixes were proportioned to replace 25% and 35% by weight of regular concrete sand with clean/new foundry sand and used foundry sand. Concrete performance was evaluated with respect to compressive strength, tensile strength, and modulus of elasticity. At 28‐day age, concrete containing used foundry sand showed about 20–30% lower values than concrete without used foundry sand. But concrete containing 25% and 35% clean/new foundry sand gave almost the same compressive strength as that of the control mix.
publisherAmerican Society of Civil Engineers
titleUtilization of Used Foundry Sand in Concrete
typeJournal Paper
journal volume6
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(1994)6:2(254)
treeJournal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 002
contenttypeFulltext


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